HomeMy WebLinkAboutMS 11-02; OHAEI MINOR SUBDIVISION; Tentative Map ExhibitLEGEND
PROPERTY BOUNDARY
PARCEL NO.
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
(DESIGN ELEVATION)
EXISTING WATER METER
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
PROPOSED SE~R PUMP LIFT STATION
PROPOSED SLOPE
PROPOSED WATER
PROPOSED SEWER
EXISTING WATER
EXISTING SEWER
EXISTING GAS
EXISTING PROPERTY LINE
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED GEN TERLINE
PROPOSED SEWER LA TERAL
PROPOSED WATER LATERAL
EXIS TING FENCE
PROPOSED CURB & GUTTER
PROPOSED 0-75 TYPE 8 BROW DITCH
PROPOSED RIP-RAP
PROPOSED PER\1/0US PAVEMENT
SHEET INDEX
--
PARCEL 1
0
0
[gJ
y y y
\.I \.I
s s
(\./ \./)
(Sl <Sl
-(GAS) <GAS
-----700•----
-----100----
-----®
---@
<= <= <=
[Tl --I
LAS Fl.a/ES DI?.
D/JST. FIR£ HYDRANT
CARLSBAD
VICINITY MAP
NTS
K: \Land Projects 3\864-1214-400\dwg\TPM\1214-TPM 01.dwg 8 -09-2013
TENTATIVE PARCEL MAP NO. MS 11-02
PLANNED DEVELOPMENT PERMIT NO. 11-03
MINOR COASTALDEVELOPMENTPERMITNO.11-03
FTI ---7
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APN 156 -351 -04
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FIRE NOTES:
PARCEL 1
r---
r-
1. FIRE ACCESS ROAD SURFACE. THE SURFACE OF ALL FIRE DEPARTMENT
ACCESS ROUTES SHALL BE OF AN IMPERVIOUS "ALL -WEATHER" SURFACE
MA TERIAL, DESIGNED TO CARRY A MINIMUM LOAD OF 75,000 POUNDS AXLE
WEIGHT.
2. FIRE LANES. FIRE LANES ARE TO BE DESIGNATED AND THEY SHALL BECOME
THE RESPONSIBILITY OF THE DEVELOPER TO HAVE SAID ACCESS RESmlCTIONS
RECORDED, THAT THE OWNER IS RESPONSIBLE TO PROVIDE AND MAINTAIN TO
IDENTIFY, AND ENSURE ENFORCEMENT OF THOSE DESIGNATED ACCESS.
3. IN ACCORDANCE WITH CARLSBAD RESIDENTIAL AND FIRE CODES EFFECTIVE
JANUARY r, 2011, ALL RESIDENTIAL PROPERTIES REGARDLESS OF SIZE OR
LOCA T/ON NOT PERMITTED FOR CONSTRUCTION PRIOR TO JANUARY 1, 2011
SHALL BE PROVIDED WITH AN APPROVED AU TOMA TIC FIRE SPRINKLER SYSTEM
4. THE CENTER OR THE FURTHEST MOST WALL OR PROJECTION OF THE DWELLING
CANNOT EXCEED 150 FEET FROM THE "CENTER-LINE" OF THE NEAREST FIRE
DEPARTMENT ACCESS. THIS DISTANCE IS MEASURED ALONG A PA TH THAT
SIMULA TES TH£ ROUTE A FIREFIGHTER MAY TAK£ TO ACCESS ALL PORTIONS
OF THE EXTERIOR OF A STRUCTURE FROM TH£ NEAREST PUBLIC ROAD OF
FIRE ACCESS ROAD.
5. PROJECT WILL BE REQUIRED TO INSTALL A ON£ INCH (1 ") OR GREATER WA TER
SERVICE AND WA TER METER. THIS IS TO ENSURE THAT THERE IS ADEQUA TE
WA TER PROVIDED IN THE EVENT OF A FIR£ SPRINKLER ACT/VA TION DURING
PERIODS OF OTHER USES AND/OR DEMANDS, E.G. /RR/GA TION.
RCEL 2
30' 75'
APN 156-350-12
APN 156 -350-11
/
_r_'-==---==-=---=~ -~--~~~ ~---=-~---=--=::_:_':__
APN 156 -351-05
, "t \-----_;;_
7
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--\ \
\ )
I I PARCEL 3 I \ I
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---------
I ~ L ----+--------
t ------y -
3+00
'~"STREET (PR/VA IB)
------c
\ APN 156 -351 -07
g
KEYMAP
o' 30' 60' 90'
SCALE: 1" = 30'
"'
PARCEL 4
---------
---------
2+00
''\
105
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:?/ I I
* I I
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APN
156-032-01
c_:25--
I APN
156 -032-30
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1
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APc1 -
156-0~9
I'll
V
APN
1156-032-28
-------, _J ~
APPROVED
THI S IS THE APPROVED TENTATIV E MAP/SITE PLAN
FOR PROJECT NO. M 5" ll-ct.i>ER CONDITION NO.~Z~-
DATE
NOTE: TH£ NEAREST FIR£ HYDRANT IS 800
FEET SOUTH AT TH£ INTERSECTION
OF LAS FLORES DRIVE: AND PIO PICO
SHEETl OF3
LEGAL DESCRIPTION
THE NORTHERLY 145 FEET OF THE SOUTHERLY 285 FEET OF THE
EASTERLY 382 FEET OF THAT PORTION OF TRACT 7 OF LAGUNA MESA
Tl?ACTS, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, S1AT£ OF
CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1719, FILED IN TH£
OFFICE OF TH£ COUNTY RECORDER OF SAN DIEGO COUNTY.
OWNER'S CERTIFICATE
W£ HEREBY CERTIFY THAT WE AR£ TH£ RECORD OWNERS OF THE
PROPERTY SHOWN ON TH£ TENTATIVE PARCEL MAP AND THAT SAID
MAP SHOWS ALL OUR CONTIGUOUS OWNERSHIP IN WHICH W£ HA VE ANY
0££0 OR Tl?UST IN TEREST. WE UNDERSTAND THAT OUR PROPERTY IS
CONSIDERED CONTIGUOUS EVEN IF IT IS SEPARA TED BY ROADS,
STREETS, UTILITY EASEMENTS, OR RAILROAD RIGHTS-OF-WAY.
OWNERS: FRANK SOHAEI & LOR/GEN£ SOHAEI
TRUSTEES OF THE FARLOR FAMILY Tl?UST
DATED: NOVEMBER 10, 1997
2359 PIO PICO DRIVE
CARLSBAD, CA. 92008
(760) 420-1267
ENGINEER OF WORK
bJ.iA,lnc.
land plal • Ill ,g, .::1111 ~ a a t ,g, ~
511 5 A VENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931 -8700
ROE D L. ~~ 29271
PROJECT INFORMATION
STREET ADDRESS:
2359 PIO PICO DRIVE
A SSESSOR 'S PARCEL NUMBERS:
A.P.N. 156-351 -06
SITE ACREAGE:
GROSS ACREAGE: 1.272 ACRES (55,408 SF)
EXISTING ZONE:
R-1 (SINGLE FA MILY RES/DEN TIAL)
GENERA L PLAN:
DAT£
DAT£
~TIBSiolf, z ,
., ]!{)Nill) L. x~ ~ HOUDWJ.Y I NO. 29271
* d>. CJV\\. ,.
DAT£
RLM -MEDIUM-LOW DENSI TY (0-4 D.U. 'S / AC)
NUMBER OF PARCELS:
4
LOT SIZE:
7,551 SF NET TO 14,699 SF NET
SETBACKS:
FRONT.· 20'
SID£: 7.2' TO 10.0' (1 0% OF LOT WIDTH)
REAR: 14.4' TO 20' (TWICE SID£ YARD SETBACK)
CONTOUR INTERVAL:
ON£ FOOT
TOPOGRAPHIC SOURCE:
FIELD TOPOGRAPHIC, JUN£ 2 010
EARTHWORK QUANTITIES:
CUT: 460 CY FILL: 460 CY IMPORT/EXPORT O CY
EXISTING DENSITY:
0.79 DWELLING UNITS PER ACRE
PROPOSED DENSITY:
3.12 DWELLING UNITS PER ACRE
AVERAGE DAILY TRAFFIC:
AVERAGE DAILY TRAFFIC:
EXISTING: 10 ADT PER UNIT X 1=10 AOT
PROPOSED: 10 ADT PER UNIT X 4=40 ADT
INCREASE: 30 ADT
SEWER:
CI TY OF CARLSBAD
WATER:
CARLSBAD MUNICIPAL WATER DISTRICT
SCHOOL:
CARLSBAD UNIFIED SCHOOL DISTRICT
GAS&ELEC TRIC:
SAN DIEGO GAS & ELECTRIC COMPANY
TELEPHONE.·
PACIFIC BELL TELEPHONE COMPANY
CABLE:
TIM£ WARNER CABLE
DRAINAGE DISTRICT:
A {NW QUADRANT)
COASTAL ZONE:
YES
CONSTRAINTS INFORMATION
NO CONSTRAINTS EXIST. SITE HAS BEEN 700 PERCENT DISTURBED.
(\0')(,1'.' ' " '
~TIVE CEL NO. MS 11-02 SHBEl'20F3
Pa....u. D DEVELOPMENT PERMIT NO. 11-03
20 10 0 20 40 60 ---MINOR COASTAL DEVELOPMENT PERMIT NO. 11-03 ----SCALE: 1" = 20'
I PRELIMINARY GRADING PLAN
I 1---------------------r
APN 156-350-07
APN 156-350-12 I I
I I
j APN 156-350-11 I 20' 30'
I I APN 156-032-01
I I
I ;
I /
-------------------------PROPOSED 5' Mil£ PRIVATE------------
_____ j_ -=------=-------------------~ ~01'1£R POLE
----------------r,. g--'----------
PROPOSED PRIVATE DRAINAGE.-<'"11
EASEMENT & COl/£NANT Of
EASEMENT FOR DRAINAGE
PURPOSES
GRADED AT 2-5% IN SliEET FLOW .__.-.---
MANNER TO A VOID CONCENTRATION
Of DRAINAGE FOR OFF SITE FLOWS.
B
95.2
FL
V,
DRAINAGE EASEMENT &
COl/£NANT Of EASEMENT 98 2 FOR DRAINAGE PURPOSES Fl
20' SETBACK
(10' MIN. REQUIRED)
NI-I-
PARCEL 1
PAD EL: 96.7
14,5-47 SF. GROSS
12, 762 SF. NET
i
I
I 7.t
!;ilBACK
D-75 BROW DITCH
381.81'
71.30
-~
7.2' I
SETBACK' I
2:1
SLOPE I
PARCEL 2 I I PAO EL: 100.7
I 10,347 SF. GROSS I
7,600 SF. NET
2:1
SLOPE
B 98.19 TC
97.69 EP
~I I I
l.,.-----:,-5' I
I 98.78 TC J 98.28 EP
7'
7' ' , L=26.99' I
L=26.99' _PUBLIC EMERGENCY _J
101.2
FL
'
APN 156-351-05
42.80
------...
\
\
PARCEL 3
PAD EL: 103.2
10,692 SF. GROSS
7,551 SF. NET
\
103.8
FL
\
I j
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SEie~~ 11
I/
; l
EXISTING FENCE-,---~
TO BE REMOVIED
\-
\
EXISTING
DECK
152.37'
PARCEL 4
(EXIST. HOUSE)
19,821 SF. GROSS
14,699 SF. NET
APN 156-351-04
BIO-RETENTION BASIN TO BE
t.tAINTAINED IN ACCORDANCE
\lllH C.C.&R'S "' .,;
i
I
. ~7
PRIVATE ROAD & ~
ACCESS EASEMENT
100 LF-6" PVC ~
---'",----------,,----~~~
MANHOLE r ~ RIM EL: 100 o
RE -CONSTRUCT {GARAGE)
...
-2.57.
~ -~ · 95,---,---+----..
0
z
PROPOSED PRIVATE ---11--::=---fl=---<
DRAINAGE EASEMENT &
COVENANT Of EASEMENT
FOR DRAINAGE PURPOSES
gJ
I CONSTRUCT 6" CONC-CURB \lllH /
3" OPENNGS O 5' ON CENTER TO I DISSIPATE STORt.t FLOW ENERGY
PRIOR TO IJISOiARGE INTO BIO
I RETENTION AREA.
0 I!! ...
"" b -..I ~
PRIVA ~;
0 4.02% ~
51.27' A
102
_l_ 'w
in
s
..,. ua.. o a,....J~LLJ < ...= u LLJ ..,. 0 ;; • :I:
t~:£~ ;
INSTALL PRIVATE SEWER PUt,tP ,.. ~
IE: 94.7 -
92.37'
? ~ 0 0
'w t-> 'w . u' 'w
3+00
?
0
-~"c,. 'w
A
I
DRIVEWAY
4:1 _
SLOPE
.. VC=200' ~ -+--lit--➔
N s ' s ~ 7'
PROPOSED 8"
PVC WATERLINE
PROPOSED 311.6 LF-4" PVC
PRIVATE FORCED MAIN SEWER
A l
34' 111DE PRIVATE ROAD &
PUBLIC UTILITY EASEMENT
FOR THE BENEAT OF USE
FOR PARCELS 1-4
/
I
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TC. 95.67
FL 95.17 ~A~~~~x:f H=~ c.J,2AtTYi ~
\lllH INlERNAL MANHOLE LINING ~ ~
RIM: 95.6
APN 156-351-07
NOTE: lHIS F AQUTY IS TEMPORARY
UNTIL SUCH TIME A GRAVITY SEWER LINE
IS CONSTRUCTED FOR lHE ADJACENT
PROPERTY TO SOUlH. THE AGREEMENT SEE PERMISSION TO GRADE
OFFSITE ON ALE 111TH THE
QTY ENGINEER, GRANTED
BY: MILES-PACIFlC, LP,
DATED: 5-31-2011
I
APN 156-351-03 I
BASBMBNTNUlBS
uJ EASEMENT FOR PIPELINES, RESERVED TO SOUlH COAST LAND
COMPANY, IN DEED RECORDED: MARCH 21 , 1929, IN BOOK
1601, PAGE 263 OF DEEDS. {NON-PLOTABLE)
[1) 8.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES TO SAN
DIEGO GAS &: ELECTRIC CO., RECORDED JUNE 6, 1966 AS
INSTRUMENT # 92949 OF D.R.
(I] 10.00 FOOT WIDE EASEMENT FOR PUBLIC STREET &: PUBLIC
UTILITY, TO lHE CITY OF CARLSBAD, RECORDED: JANUARY 9,
2006, AS INSTRUMENT # 2006-0014589 OF D.R.
K.-\Land Projects J \864-121 4-400\dwg\TPM\1214-TPM 02.dwg 4-20-2017
>-0:
IE 89.6
NOTE: THIS FAQLITY IS TEMPORARY UNTIL SUCH TIME
A GRAVITY SEWER LINE IS CONSTRUCTED FOR THE
ADJACENT PROPERTY TO SOUlH. lHE AGREEMENT ON
FlLE \lllH QTY ENGINEER B£TWEEN PROPERTY
OWNERS FOR lHIS PROPERTY cl: APN 156-351-07
(IILES PAQFlC) cl: RECORDED: JANUARY 24, 2011 AS
DOCf 2011-0042671 Of O.R.
34' (PRIVATE ROADWAY)
~14'"3 .... 5'-t-,lH.5~' t-,------2_4_' ------+---4._5'___.--i
:::,
0.5'
gl
z
0
u\ > 25
(D
al
I
6" PERFORATED PVC STORM
DRAIN v,nH PERFORATIONS 0
TOP SIDE Of PIPE. INSTALL
4" CLEANOUTS O 100' 0/C
CONNECT TO BIO RETENTION
BASIN AS OUTLET
6" CURB &
GUTTER, G-2
2% -
3" PERVIOUS INTER-LOCKING
PAYERS (ORCO AQUA-BRIC
OR EQUIVILANT) I 2% -
6" CURB ONLY (G-1)
SECTION A-A
PRIVATE DRIVEWAY "A"
(T.I. = 6.5)
2" BEDDING COURSE Of 1/4"-3/8" WASHED
FRACTURED OPEN GRADED STONE PER ASTM f8
REQUIREMENTS, OVER 13 1 /2" CLASS II BASE COURSE)
OVER PERMEABLE FlL TER FABRIC, OVER 6" SUB-BASE
Of 1 1 /2" -3" CLEANED FRACTURED OPEN-GRAIIJIED
STONE PER ASTM #2 SUB BASE REQ, OVER 95%
COMPACTIVE NATIVE MATERIAL {NTS)
IS ON FlLE \lllH QTY ENGINEER BET'111EEN
PROPERTY O'lflERS FOR THIS PROPERTY
& APN 156-351-07 {MILES PAQAC) &
RECORDED: JANUARY 24, 2011 AS DOCf 2011-0042671 Of O.R.
*24" MIN. ENGINEERED SOIL
* ENGINEERED SOIL SPECIFICATIONS:
50% CLEAN SAND; 30!11: TOP SOIL,
20% HARDWOOO MULCH.
** GRADE TO SHEET DRAIN AS
NECESSARY
SECTION 8-8
BIO RETENTION BASIN
(NTS)
PAD-96.5
2"-3" HARDWOOD MULCH
r----2" -3/8" GRAVEL
6" -3/4" CRUSHED ROCK
I
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J----
1
20'
SETBACK
TB 113.21
FL 112.71
TB 112.65
FL 112.15
I
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...
'!.,-
~ 0
z
<
~
I
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EXISTING OVERHEAD
UTILITY TO BE
UNDERGROUND PER
CITY REQUIREMENTS
C
APN 156-032-30
---------
[)(!STING 8" VCP SEWERUNE,
0 1.98:i_ DWG 129-4 {PRo.ECT 0-9)
APN 156-032-29
__.,EXISTING 12"
STEEL WATERLINE
EXISTING GAS LINE
----------
1+00.00
111.70
EXISTING SEWER MANHOLE
RIM ELEV: 111. 63
IE ELEV: 103.88
---,_PROPOSED 28.4 LF-8" PVC
SEWER O 2.0% (GRAVITY) APN 156-032-28
----------
EXISTING 8" VCP SEWER,
DWG 129-4 (PRo.ECT 0-9)
APN 156-032-27
EXISTING 10.00' EASEMENT FOR PUBLIC STREET & UTILITIES,
TO lHE CITY Of CARLSBAD, RECORDED: 1-9-2006, AS
DOC. NO. 2006-0014589 Of OFFlQAL RECORDS.
R IJ CL
20' 20'
10' 19.9'
J-r7""773~.9~'l,__il ~?ZZ2Zl.9l~¼Z2z ij ._______ ~ EZZ_.V~~~L..L._LL....,c.LL:'.3 £XISTING
GROUND
EXISTING GROUND
SECTION c-c
PIO PICO DRIVE (PUBLIC)
{NTS)
EXISTING AC PA VEIIENT AND BASE bl-IA.Inc.
land planning. cMI engineering, surveying
511 5 AVENIDA ENCINAS
SUI TE "L"
CARLSBAD, CA. 92008-4387
(760) 931-8700
092 1113
TENTATIVE PARCEL M NO. MS 11-02
'
PLANNED DEVELOPMENT PERMIT NO. 11-03
MINOR COASTAL DEVELOPMENT PERMIT NO. 11-03
APN 156-350-12
D-75 TYPf B BROW DITCH
N 89"25'03"W 381.81'
<--,
I
I
SUSMP EXHIBIT
APN 156-350-07 ,-------------------
1
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APN 156-350-11
/
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~~~~~~~~~~~~~~~----
-------
APN 156-351-05 / SUBD/\,fSION BOUNDARY
APN 156-032-01
-------11~<---~9~5 ~ > <~ RIP-RAP ENERGY
DISS/PATOR -" I ~
~-7
I
003
\ APN 156-032-30
1
BIO-RETENTION AREA. ----~-r ,-I
SPfaFY PLANTS THAT ARE--11----i.-_,-
T<HRANT OF SA 1URA TED
SOIL CONDITIONS.
B
APN 156-351-04
SUBDl',fSION BOONOARY---tl
,,,,.
GRADED TO ffiO\ofOE
SIIOOTH UNIFORM SHITT
Fl.OW DISCHARGE OF
STORM FI.DltS (TYP.)
APN 156-351-03
'---
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cl
~/
-----7
B
--SEE SOURCE CONTROL MEASURES -m,R:J:JI
FOR FUTURE Dfl£l.<HIENT (TYP.)
PARCEL 1
PAD EL: 96.7
14,547 SF. GROSS
12,762 SF. NET
CD®@---
I
I
.__ 6" CONC. CURB 111TH J" a>fNINGS, 5' OH
CENTER TO DISSIPATE AND SPREAD ANY
STORM FI.OltS PR/CR TO DISCHARGE INTO
L.ANDSCAPC AREA .t BIO-RETENTION BASIN.
34' (PR/VA 7r ROADWAY)
3.5' 1.5' 24' 4.5' 0.5'
,----\
\
PARCEL 2
PAD EL: 100.7
10,347 Sf. GROSS
7,600 Sf. NET
--~-CD®@
I ~
I
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N 89"25'03"W 381 .81'
6" CONC. CURB .t GUTTER
PARCEL 3
PAD EL: 103.2
10,692 Sf. GROSS
7,551 Sf. NET
CD®@
\
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A J PfR\,fOUS PAVflENT --
APN 156-351-07
±23" >-1----------=-""----------i
~---'--'PR"'IV"-'A-'aTE'--'D"'-R"-'A"-'IN'-"AG""E_,E ... SM=T~. ___ _
s i----"---""'"'------1""""-=aa=f!/;;;cc-=,,.,..--'-""""'"'-I 0 a,
isl
"
PARCEL 4
(EXIST. HOUSE)
19,821 SF. GROSS
14,699 SF. NET
CD®@
\_ SUBD/\,fSION BOUNDARY
APN 156-032-29
APN 156-032-28
< APN 156 -032-27
PERMANENT~ OPERATIONAL SOURCE CONTROL MEASURES
SHEEI'30F3
20
SCALE: 1" = 20'
40 60
I
~-INDICATES SUGGESTED BIO-RETENTION, INFILTRATION BED LOCATION
F<R THE FUTURf Df't£1.0PIENT OF EACH PARCEL CREATED BY THIS
MAP. 1H£S£ SHOOLD 8£ ADCWA TEL Y SIZED TO £NSURE THAT NO
INCREASE IN STORM WATER RUNOFF-OCCURS AS A RESULT OF THE
UL 71MA TE Dfl£l.OPtlENT OF THE IND/',fDUAL PARCELS.
NOTE: THE FUnJRE DfVELOPtENT OF PARCELS CREATED AS PR<POSED HEREON
ARE SUB.ECT TO THE aTY OF CARl.SBAD SUSllP SOURCE CONTROC BIii'
GU/DELJNES. DIRECT CONNECTED MIPfR',fOUS AREAS SHALL 8£ IIINMIIZED,
AND ROOF DRAINS SHALL Fl.OW THROUGH L.ANDSCAPED AREAS PRIOR TO
DISCHARGE INTO THE DRAINAGE CON1,£YANCE. PROGRAINABLE, lrlOISTURf
SENSING IRRIGA TIOH SYSIDIS SHALL 8£ UTIUZED F<R ALL PROPOSED
L.ANDSCAPE IRRIGA TIOH.
TABLE 1
A. DESIGN LANDSCAPING TO MINIMIZE /RRIGA llON AND RUNOFF TO PROi,1O7[ SURF ACE
INFIL 1RA llON ~fRE APPROPRIA 7[, AND TO MINIMIZE THE USE OF FERllUZER AND
PESTICIDES THAT CAN CON1RfBLJ1[ TO STORN WA 7rR PCXl.UllON.
B. ~fRE LANDSCAPED AREAS ARE USED TO RETAIN OR DETAIN STORM ll'A 7rR,
SPECIFY PLANTS THAT ARE TOLERANT OF SA 1URA 7rD SOIL CONDlllONS.
C. CONSIDER USING PEST RESISTANT PLANTS, ESPECIALLY ADJACENT TO f/ARDSCAPE.
D. TO INSURE SUCCESSFUL ESTABLISHMENT, SEL£CT PLANTS APPROPRIA 7r TO SIi[
SOILS. SLOPES, CUl,/A 7r, SUN, WIND, RAIN, LAND USE. AIR MO',£1,1ENT, ECOLOGICAL
CONSISTENCY. AND PLANT IN7rRACllONS.
lj PA0=96.5
NO. POTENllAL SOURCE OF PERMANENT SOURCE CON1ROL BIIPs OPERA llONAL SOURCE
6" PERFORA 7fD PVC STORM
DRAIN WITH PERFORA nONs 0
TOP SIDE OF PIPE. INSTALL
4• CLEANOUTS O 100' O/C
6" CURB &
GUTTfR, G-2
2% -
3" PEFIVIOUS IN7rR-LIXK/NG
PAVERS (ORCO AQUA-BRIC
OR [QU/VfLANT) I 2% -
6" CURB ONLY (G-1)
SECTION A-A
PRIVATE DRIVEWAY "A"
(T.I. = 6.5)
2" BEDDING COURSE OF 1/4"-3/8" WASHED
FRAC1URED OPEN GRADED STONE PER ASIII #8
REQUIREMENTS, O',,f/1 13 1/2" Cl.ASS II BASE COURSE)
Ov£R PERMEA81£ FIL 7rR FABRIC, Ov£R 6" SUB-BASE
OF 1 1/2" -3" CLEANED FRAC1URED OPEN-GRADED
STONE PfR ASIII /2 SUB BASE REQ, Ov£R 95%
COl,IPACnvt: NA nvt: MA ][RIAL
(NTS)
K: \Land Projects 3\864-1214-400\dwg\TPM \7274-TPM 03.dwg 4-78-207!
**
SPEOFY PLANTS /HAT ARE
TOLERANT OF SA TURA IEO SOIL
CONDITIONS
* 24" MIN. ENGINEERED SOIL
* ENGINEERfD SOIL SPEC/FICA llONS: 50%
CLEAN SAND; JO% TOP SOIL, 20%
HARDWOOD MULCH.
** GRADE TO SHITT DRAIN AS NECESSARY
SECTION 8-8
BIO RETENTION BASIN
(NTS)
2" -J" HARDWOOD MULCH
2" -J/8" GRA\'1:L
6" -J/4" CRUSHED ROCK
RUNOFF POIJ.UTANTS
CD LANDSCAPE/OUTDOOR
PESTICIDE USE.
® CONDENSA 7r DRAIN
LJNES.
@ ROOFING, GUTTfRS,
AND 1RfM.
FINAL LANDSCAPE PLANS SHALL ACCOl,IPUSH THE
oo.ccnvt:s USlfD IN TA81£ 1 A8Ov£.
CONDENSA 7[ GRAIN UNES MAY DISCHARGE TO
LANDSCAPED AREAS IF THE FLOW IS SMALL ENOUGH
THAT RUNOFF WILL NOT OCCUR. CONDENSA 7[ DRAIN
UNES MAY NOT DISCHARGE TO STORM DRAIN SYS7rM.
A VOID ROOFING, GUTTfR AND 1RfM MADE OF COPPER
OR OTHfR UNPRO7rC7fD METALS THAT MAY LEACH
INTO RUNOFF.
CONTROL BIIPs
MAINTAIN LANDSCAPE USING
MINIMUM OR NO PESTICIDES.
bl-tA,lnc.
land plonrmg, cMI engineering. surveying
5115 AVENIDA ENCINAS
SUITE "L"
CARLSBAD, CA. 92008-4387
(760) 931-B700